Paper Information

Journal:   SCIENTIA IRANICA   2014 , Volume 21 , Number 3 (TRANSACTIONS A: CIVIL ENGINEERING); Page(s) 534 To 547.
 
Paper: 

A NOVEL FORCE-BASED APPROACH FOR DESIGNING ARMOR BLOCKS OF HIGH-CRESTED BREAKWATERS

 
 
Author(s):  PAK A.*, SARFARAZ M.
 
* DEPARTMENT OF CIVIL ENGINEERING, SHARIF UNIVERSITY OF TECHNOLOGY, TEHRAN, IRAN
 
Abstract: 

Rubble-mound breakwaters are common marine structures that provide a safe area for human coastal activities. The stability of these structures against sea-waves requires their seaward slope to be protected by an armor layer consisting of natural rock or concrete units. To provide a safe breakwater, it is reasonable to establish a relation between the exerted wave loads and the stability of the armor units. However, up to now, the empirical design equations, derived from model tests, relate wave parameters to armor weight, and keeps the eect of wave loads in a black box. In this paper, a new approach, based on numerically-derived wave loads on the armor, is presented to evaluate the stability of these protective units. Results indicate that by increasing wave height, the weight of the armor units does not necessarily increase. Wave breaking type strongly inuences the applied loads and stability of the armor units. New dimensionless numbers are introduced to provide relationships between wave parameters and stability indices of breakwater armor units at dierent locations. This approach clari es the ambiguities of the design process caused by the complex ow eld, especially the wave breaking type near the breakwater.

 
Keyword(s): WAVE FORCES, BREAKWATERS, ARMOR UNITS STABILITY, NUMERICAL MODELING
 
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